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ADJUST MANHOLE DRIVEWAYS <br /> Conform ® E.P. FRAMES and COVERS Quantities <br /> Location Quantity Type No. Area <br /> Ste. 28+23 1 Each <br /> Q- *� Ste. 32+65 CL 1 Each E 23 788 S.Y. <br /> R=Conform to Total 2 Each <br /> existing radius <br /> Conform ASPHALT CONCRETE <br /> PAVEMENT REPAIR (Type B) <br /> Variable depth Asphalt Concrete <br /> over existing paved driveway. Location Quantity Location Quantity <br /> TYPE E 23 sites throughout 1,501 S.Y. Roadway 2,342 Tons <br /> project Pavement Repair 800 Trns <br /> TICAL DRIVEWAYS DRIVEWAYS Driveways 90 Tons <br /> * 5' — Stu. 13+30t to Ste. 13+76t (Lt.) Total 3,232 Tons <br /> PLANING ASPHALT <br /> CONCRETE PAVEMENT PAVEMENT REINFORCING <br /> Location Quantity FABRIC <br /> See Note Below ExistingSurface Ste. 0+41t to Stu. 0+49t 92 S.Y. Location Quantity <br /> Ste. 0+49t to Ste. 0+84t LL 18 S.Y. <br /> > _ Total 110 S.Y. Stu. 0+75f to Ste. 38+31 10,016 S.Y. <br /> D _ <br /> D.;S Asphalt Concrete SHOULDER BACKING <br /> m <br /> 3 <br /> PAVEMENT REPAIR DETAIL Location Quantity <br /> m Ste. 2+62t to Ste. 6+80f Lt. 19 Tons <br /> Ste. 13+76t to Ste. 14+72t Lt. 3 Tons <br /> Ste. 16+71t to Ste. 38+31t Lt. 96 Tons <br /> Note: Width, length and locations to be Ste. 2+62t to Stu. 34+05t Rt. 140 Tons <br /> A determined by the Engineer. Ste. 34+49f to Ste. 38+31f Rt. 17 Tons <br /> v Total 275 Tons <br /> E <br /> M <br /> A <br /> COUNTY OF SAN JOAQUIN ND SCALE CONSTRUCTION DETAILS SHAW ROAD RESURFACING Sheet Na. <br /> AND NOTES Fremont St. north to End 6 of 6 <br /> Drawn By Oat. Project Engineer Date Checked Date Submitted Date AP royal commended D to <br /> t9. +191 G/9 2 's�9z >7ldiriLC��RlW S�: oc i is�z. <br />